Binder Composition for Improved Mortars and Coatings

ABSTRACT

A binder composition for enhanced mortars and coatings, comprising a first conventional mineral component and a second component based on powdery slaked lime, wherein said second component based on powdery slaked lime has a specific surface area calculated according to the BET method of less than 12 m 2 /g, advantageously less than 11 m 2 /g, in particular less than 10 m 2 /g, preferably less than 9 m 2 /g and its uses as well as the enhanced coating or mortar systems comprising an aggregate of the mineral type and the aforesaid composition.

The present invention relates to a binder composition for mortars andenhanced coatings, comprising a first conventional mineral component anda second component based on powdered slaked lime.

By the term of <<mortar>> is meant in the sense of the presentinvention, a mixture of one or several mineral binders like lime, acement or the like and of aggregates, mainly sand; this is then atraditional mortar. Such a mortar is used in building for binding and/orfor covering the building elements and may also contain fillers, one orseveral organic binders, additives and/or adjuvants. A mortar with highadded value or highly added, for which the composition and themanufacturing are defined in order to obtain specific properties, may bedescribed as enhanced or performing or further formulated (designedmortar). Are notably included therein adhesive mortars, self-levelingfloors, screeds, repair mortars, certain masonry mortars, etc. . . .

By the term of <<coating>>, is meant a mortar composition intended to beapplied as a layer in one or several passes. A coating is therefore amortar for outdoor surface application (render) or indoor surfaceapplication (plaster).

The mortars and coatings may be made up from formulations of binderswith hydraulic, pozzolanic or air setting, or from their mixture. Theuse of air lime or slaked lime has advantages as compared with binderswithout lime: better plasticity having as a result better handlingcapability/applicability, better retention of water which allowsimproved tolerance towards variations in the porosity of the support,better permeability to water vapor, and better flexibility of the curedsystem.

Moreover, it is well known that in enhanced (also called performing orformulated) mortars and coatings, the addition of additives, notablyorganic additives, is a preferred method for purposes of optimizingapplication performances.

Slaked lime consists of a set of solid particles, mainly calciumdi-hydroxide of formula Ca(OH)₂, and is the industrial result of slakingof quick lime with water, in a lime and typically has BET surface areasof the order of 15 to 20 m²/g (J. A. H. Oates, Lime andLimestone—Chemistry and Technology, Production and Uses, 1998, p. 220).

This slaked or hydrated lime or air lime or calcium hydroxide may ofcourse contain impurities, i.e. phases derived from SiO₂, Al₂O₃, Fe₂O₃,MnO, P₂O₅, K₂O and/or SO₃, globally representing a few tens of grams perkilogram. Nevertheless, the sum of these impurities, expressed as theaforementioned oxides, does not exceed 5% by mass, preferably 3%,preferably 2% or even 1% of the mass of the slaked lime according to theinvention. In particular, the slaked lime advantageously contains lessthan 1.5% by mass of Fe₂O₃, preferably less than 1% and preferably lessthan 0.3%.

Such slaked lime may contain magnesium oxide and/or hydroxide. Dependingon the contents of these compounds, the lime will be referred to asmagnesium, dolomitic or dolomite lime, either partly or totally slaked.

This slaked lime may also contain calcium oxide which would not havebeen hydrated during the slaking or stemming from non-uniform baking(localized over-baking), just as it may contain calcium carbonate CaCO₃or magnesium carbonate MgCO₃. These carbonates may stem either from theinitial limestone (or from the crude dolomite), from which is derivedthe slaked lime according to the invention (not baked), or from apartial carbonation reaction of the slaked lime in contact with air. Thecalcium oxide content in the slaked lime within the scope of the presentinvention is generally less than 5% by mass, preferably less than 2% andadvantageously less than 1%. That of carbonates is less than 10% bymass, preferably less than 6% and advantageously less than 4%, stillmore advantageously less than 3%.

In the technical field of lime mortars and coatings, with the purpose ofimproving the aforementioned properties, existing teachings for examplepropose operating on the specific surface area and in reality disclosemany results quite different from each other.

For example, document WO 2008034616 discloses that it is possible toaccelerate the development of compressive forces of binder compositionswith hydraulic setting by adding lime with a particular specific surfacearea.

The targeted specific surface area in this document is comprised between7 and 16 m²/g and the preferential embodiments are directed to slakedlimes having a specific surface area comprised between 11 and 14 m²/gfor lime contents of about 5% by weight based on the total weight of thebinder (Portland cement).

Document BE 1006309 as for it teaches the use of a method for increasingthe specific surface area and the plastic properties of the hydratedlime, in particular with a chemical modification agent in order to giveit a much higher specific surface area. This object of this invention isfurther a hydrated lime having a much greater capability of retainingwater and of becoming more plastic. In this way, the thereby producedslaked lime may be used in mortars in smaller proportions while allowingthe latter to retain the workability required by codes or standards.

According to document DE 102005018100, calcium hydroxide with greatfineness is used for producing hydraulic mortars or binders forproducing concretes having improved flow and setting characteristics.This calcium hydroxide with great fineness typically has both high BETand Blaine specific surface areas.

Further, document WO 9209528 provides the use of calcium hydroxide orslaked lime as milks or slurries of Ca(OH)₂ and/or Ca(OH)₂—Mg(OH)₂ inthe building industry for making mortars, coatings, etc. . . . Thisdocument teaches that the quality of the Ca(OH)₂ milks and/or slurries,optionally mixed with Mg(OH)₂, and their property, for example theirreactivity, depend on the dimension and the structure of theagglomerates or micelles of suspended Ca(OH)₂ and/or Ca(OH)₂—Mg(OH)₂.The conclusion of this document is in reality that the particles ofCa(OH)₂ and/or Ca(OH)₂—Mg(OH)₂ of the agglomerates or micelles shouldhave a small grain size and large porosity in order to obtain a highlyreactive milk or slurry and for reducing or avoiding sedimentation ofthe particles. Still according to this document, in the case ofslurries, with a small grain size and large porosity it is possible toobtain mortars having high plasticity and a high power of retainingwater.

Accordingly, it appears that, with the purpose of having the highplasticity required of coatings and enhanced mortars, as well as thewater retention power required for application on any type of surface, aslaked lime with a high specific surface area must rather be selected.

In spite of the aforementioned advantages, the use of binders based onslaked lime also generates some drawbacks such as for example therequirement of using high contents of organic additives typicallypresent in the enhanced mortars and coatings and for which the role isto ensure specific functions such as retention of water, management ofthe flow properties (handling capability/plasticity, castability, flowthreshold, . . .), adherence, abrasion resistance, hydrophobicization orfurther air entrainment.

The present invention aims at preserving the aforementioned advantagesof the compositions of binders based on slaked lime, while suppressingsome of their drawbacks outlined above or further by improving theproperties of mortars prepared initially from these formulations.

In order to solve this problem, a binder composition as indicated in thebeginning is provided according to the invention, wherein said secondcomponent based on powdery slaked lime has a specific surface areacalculated according to the BET method of less than 12 m²/g, inparticular less than 11 m²/g, advantageously less than 10 m²/g,preferably less than 9 m²/g.

The specific surface area of the slaked lime according to the presentinvention is measured by nitrogen adsorption manometry and calculatedaccording to the BET method, after degassing in vacuo at 190° C. for atleast 2 hours.

It is important not to confuse BET specific surface area, as measured bynitrogen adsorption or desorption after degassing, with Blaine specificsurface area, measured by perviousness to air. Indeed, the BET methodgives the possibility of determining the whole of the specific surfacearea of a compound, by taking notably into account its porosity, and isnot directly dependent on the size of the constitutive particles, whilethe Blaine method gives the possibility of exclusively determining theouter surface area of the particles of this compound and directlydepends on the size of the latter. (Allan T., Particle Size Measurement,Vol. 2, Surface area and pore size determination, fifth edition, 1997,page 11, page 39).

The binder composition according to the present invention, when it isused in <<enhanced>> or <<performing>> mortars or <<with high addedvalue>> or in highly additived coatings, gives the possibility ofbenefitting from positive effects of the slaked lime while maintainingthe functionalities of the organic additives such as, water retention,handling capability/flow properties, air entrainment, adherence,abrasion resistance and hydrophobicization. Indeed, because of theparticular specific surface area of the slaked lime of the presentinvention, the adsorption of these organic additives in the pores of theslaked lime particles is strongly reduced. Further, the impact on thecost of the binding composition or that of mortars and coatings producedfrom the latter is of particular interest.

Indeed, in enhanced coatings and enhanced mortars with high content oforganic additives, like adhesive mortars, self-smoothing floorings,repair mortars, and certain masonry mortars with high added value, thebinder composition according to the present invention, containing slakedlime with low specific surface area, gives the possibility of reducingthe interaction of the latter with the organic additives, andaccordingly reducing the risks of inhibiting their functionality in themortar which therefore avoids having to significantly increase thecontent of these additives in the compositions of <<enhanced>> or<<performing>> or <<formulated>> mortars and coatings.

Moreover, the binder composition according to the present invention alsogives the possibility to the enhanced coatings and mortars obtained fromthe latter to retain advantageous properties of plasticity and waterretention. This effect is particularly unexpected since up till now suchcharacteristics only seem to be able to be obtained by means of slakedlime with a high specific surface area.

Advantageously, said second component based on powdery slaked lime has aspecific surface area calculated according to the BET method of lessthan 8.5 m²/g preferably less than 8 m²/g, preferentially less than 7.5m²/g and in particular less than 7 m²/g.

In a particular embodiment, said first conventional mineral component isselected from the group consisting of cements, standard slaked orhydrated lime, air lime, natural or artificial hydraulic lime, bindersfor masonry, pozzolanic and hydraulic binders, gypsum and mixturesthereof.

In a particular embodiment, said cements are selected from the group ofcommon cements (gray or white), refractory cements, molten aluminous,prompt cements, Portland cements, slags from blast furnaces, fly ash andmixtures thereof.

Preferably, said second component is present in an amount equal to orgreater than 12% by weight, preferably equal to or greater than 15% byweight, particularly equal to or greater than 20% by weight, inparticular equal to or greater than 30% by weight, advantageously equalto or greater than 40% by weight and equal to or smaller than 80% byweight, in particular equal to or smaller than 70% by weight,advantageously equal to or smaller than 60% by weight, based on thetotal weight of said binder composition.

Lower contents of said second component in said binder composition wouldnot give the possibility of either benefiting from the advantages ofslaked lime as mentioned above or of demonstrating the drawbacks relatedto the use of the latter and which the present invention precisely seeksto solve.

In a more particular way, said second component has particles having ad₃ greater than 0.1 μm, in particular greater than 0.5 μm and a d₉₈ ofless than or equal to 250 μm, preferably less than or equal to 200 μm.

The notation d_(x) represents a diameter, expressed in μm, relatively towhich X % of the measured particles or grains are smaller.

In a particularly advantageous embodiment according to the presentinvention, said second component has particles having a d₉₃ of less thanor equal to 90 μm.

In a preferential embodiment according to the present invention, saidsecond component based on powdery slaked lime has a total pore volumecalculated according to the nitrogen desorption BJH method of more thanor equal to 0.02 cm³/g, preferably more than or equal to 0.025 cm³/g.

Advantageously, said second component based on powdery slaked lime has atotal pore volume calculated according to the nitrogen desorption BJHmethod of less than or equal to 0.07 cm³/g, preferably less than orequal to 0.06 cm³/g.

By <<total pore volume>> in the sense of the present invention is meantthe total volume of the pores for which the size is comprised between 17and 1,000 Å (1.7 and 100 nm), measured by nitrogen adsorption manometryand calculated according to the BJH method, after degassing in vacuo at190° C. for at least 2 hours.

Advantageously, said second component based on slaked lime has a bulkdensity as measured according to the EN 459-2 standard of more than 350kg/m³, preferably more than 400 kg/m³ and less than 600 kg/m³, inparticular less than 550 kg/m³.

Preferentially, the composition according to the present inventionfurther comprises an air entrainer such as a surfactant or tenside, inparticular selected from the group of alkyl sulfates or sulfonates,ethoxylated fatty alcohols, block copolymers and mixtures thereof.

In an alternative according to the invention, the binder composition mayfurther comprise one or several water retaining agents, for examplecellulose ethers or guar gums, derivatives thereof and mixtures thereof.

In further another alternative according to the present invention, thebinder composition further comprises a rheology modifier, in particularselected from the group of hydrocolloids, more particularly form thegroup of polysaccharides, starch derivatives, alginates, guar gums andderivatives thereof, xanthan gums and derivatives thereof, carrageenangums and derivatives thereof, succinoglycans, superplasticizers likepolycarboxylates or melamine-formaldehydes, mineral colloids, inparticular silica and clays, and mixtures thereof.

Advantageously, the composition according to the invention further alsocomprises a hydrophobicizing agent selected from the group of fatty acidsalts such as stearates and oleates, vegetable and mineral oils,silanes, siloxanes and mixtures thereof.

Particularly advantageously, the composition according to the presentinvention further comprises a third organic component selected from thegroup of industrial latices such as for example polyvinylacetate/ethylene copolymers, polyvinyl acetate/versatate copolymers,styrene/butadiene copolymers and the like.

Other embodiments of the binder composition for enhanced coatings andmortars according to the invention are indicated in the appended claims.

The object of the invention is also a system of enhanced coatings ormortars comprising an aggregate of the mineral type and the compositionaccording to the present invention, as mentioned above.

The binder composition for mortars and coatings comprises a firstconventional mineral component and a second component based on powderyslaked lime. Said second component based on powdery slaked lime has aspecific surface area calculated according to the BET method, of lessthan 12 m²/g, in particular less than 11 m²/g, advantageously less than10 m²/g, preferably less than 9 m²/g.

Advantageously, said second component has a specific surface areacalculated according to the BET method of less than 8.5 m²/g, preferablyless than 8 m²/g, preferentially less than 7.5 m²/g and in particularless than 7 m²/g.

In a particular embodiment, said first conventional mineral component isselected from the group consisting of cements, of standard slaked orhydrated lime or air lime, natural or artificial hydraulic lime, bindersfor masonry, pozzolanic and hydraulic binders, gypsum and mixturesthereof.

Advantageously, the cements are selected from the group of commoncements (gray or white), refractory cements, molten aluminous cements,prompt cements, Portland cements, slags from blast furnaces, fly ash andmixtures thereof.

Preferably, said second component is present in an amount equal to orgreater than 12% by weight, preferably equal to or greater than 15% byweight, particularly equal to or greater than 20% by weight, inparticular equal to or greater than 30% by weight, advantageously equalto or greater than 40% by weight and equal to or less than 80% byweight, in particular equal to or less than 70%, in particular equal toor less than 60% by weight, based on the total weight of said bindercomposition.

More particularly, said second component has particles having a d₃greater than 0.1 μm, in particular greater than 0.5 μm and a d₉₈ of lessthan or equal to 250 μm, preferably less than or equal to 200 μm.

In a particularly advantageous embodiment according to the presentinvention, said second component has particles having a d₉₃ of less thanor equal to 90 μm.

In a preferential embodiment according to the present invention, saidsecond component based on powdery slaked lime has a total pore volumecalculated according to the nitrogen desorption BJH method greater thanor equal to 0.02 cm³/g, preferably greater than or equal to 0.025 cm³/g.

Preferably, said second component based on powdery slaked lime has atotal pore volume calculated according to the nitrogen desorption BJHmethod of less than or equal to 0.07 cm³/g, preferably less than orequal to 0.06 cm³/g.

In a preferential embodiment according to the present invention, thesystem as mentioned above is in a dry form, ready to mix with water.

In an alternative according to the present invention, the system furthercomprises water and is thus in a ready-to-use form.

Advantageously, said system according to the invention further comprisesan air entrainer such as a surfactant or tenside, in particular selectedfrom the group of alkyl sulfates or sulfonates, ethoxylated fattyalcohols, block copolymers and mixtures thereof, which may be added tothe aggregate, to the binder composition or to the system after orduring the mixing of said binder composition and of the aggregates.

In a particular embodiment of the present invention, the system furthercomprises one or several water retaining agents, for example celluloseethers or guar gums, derivatives thereof and mixtures thereof, which maybe added to the aggregate, to the binder composition or to the systemafter or during the mixing of said binder composition and of theaggregates.

In another preferred embodiment of the invention, the system furthercomprises a rheology modifier, in particular selected from the group ofhydrocolloids, more particularly from the group of polysaccharides,starch derivatives, alginates, guar gums and derivatives thereof,xanthan gums and derivatives thereof, carrageenan gums and derivativesthereof, succinoglycans, superplasticizers like polycarboxylates ormelamine formaldehydes, mineral colloids, in particular silica andclays, and mixtures thereof, which may be added to the aggregate, to thebinder composition or to the system after or during the mixing of saidbinder composition and of the aggregates.

In further another preferred embodiment of the invention, the systemfurther comprises a hydrophobicizing agent selected from the group offatty acid salts like stearates and oleates, vegetable and mineral oils,silanes, siloxanes and mixtures thereof, which may be added to theaggregate, to the binder composition or to the system after or duringmixing of said binder composition and of the aggregates.

In a preferential embodiment of the invention, the system furthercomprises a third organic binder selected from the group of industriallatices based on polyvinyl/ethylene, polyvinyl acetate/versatate,styrene/butadiene copolymers and the like, which may be added to theaggregate, to the binder composition or to the system after or duringthe mixing of said binding composition and of the aggregates.

Other embodiments of the system of enhanced coatings or mortarscomprising an aggregate of the mineral type according to the inventionare indicated in the appended claims.

The invention also relates to a use of a binder composition according tothe present invention in an enhanced coating.

The invention also relates to a use of a binder composition according tothe present invention, in an enhanced mortar.

Advantageously, said use resorts to aggregates which have a particlesize such that d₅ is greater than or equal to 63 μm and d₉₈ is less thanor equal to 4 mm.

Other embodiments of use of the composition are mentioned in theappended claims.

Other features, details and advantages of the invention will becomeapparent from the description given hereafter, as non-limiting and withreference to the examples.

EXAMPLES Example 1 Impact of Hydrated Lime with a Low Specific SurfaceArea in a Coating

The binder composition for a coating with high added value mentioned intable 1 was prepared with the following components and in the indicatedproportions:

TABLE 1 Proportion Products (% by weight) Cement CEM I 42.5 R  51%Hydrated lime  47% Redispersible latex powder (Vinnapas 0.4% 8031 H)Water retainer (Tylose MH 15000 YP4) 0.5% Air entrainer (Hostapur OSB)0.1% Hydrophobicizer (Zinkum 5)   1%

In this formulation, a lime with a high specific surface area (HS) iscompared with two limes of low specific surface area (BS), and astandard lime (STD) of a standard specific surface area, according totable 2.

By the expression of “specific surface area” used in the presentinvention, is meant the specific surface area measured by nitrogenadsorption manometry and calculated according to the Brunauer, Emmettand Teller model (BET method), after degassing in vacuo at 190° C. forat least 2 hours.

TABLE 2 Product BET surface area (m²/g) BJH pore volume (cm³/g) Lime HS45.1 0.24 Lime STD-1 15.9 0.08 Lime BS1 8.4 0.04 Lime BS2 7.2 0.04

A coating is prepared starting from the aforementioned binder by addingsiliceous sand, so as to obtain the bulk composition mentioned in table3.

TABLE 3 Proportion (% by Products weight) Cement CEM I 42.5 R  13%Hydrated lime  12% Reidispersable latex powder (Vinnapas 0.1% 8031 H)Water retainer (Tylose MH 15000 YP4) 0.12%  Air entrainer (Hostapur OSB)0.02%  Hydrophobicizer (Zinkum 5) 0.3% Siliceous sand (0.1-0.6 mm)74.5% 

The mixing rate of the fresh coating (water/Solid, W/S) according totable 3 is adjusted in order to obtain a consistency (slump) of theslurry of 175±5 mm according to the EN1015-3 standard. Thecharacteristics of the coatings are mentioned in table 4. The density ofthe fresh coating and the entrained air are evaluated according to theEN1015-6 and EN1015-7 standards. Water retention is evaluated with adevice according to the ASTM C91 standard with a negative pressure of7,000 Pa for 15 min, with the same consistency of the slurry (slump of175±5 mm). Only the water retention value after 15 min is shown.

TABLE 4 A coating Slump Air Water retention based on W/S[%] [mm] Density[%] 15 min [%] Lime HS 28.4 178 1.7 14 92 Lime STD- 21.5 177 1.6 18 94 1Lime BS1 21.3 170 1.5 22 95 Lime BS2 20.4 175 1.5 24 96

As this may be seen, coatings based on lime with a low specific surfacearea (BS) have a lower water demand (W/S). It is well known that a lowwater demand lowers the risk of shrinkage and cracks in the coating, andincreases the mechanical strength of a formulation including a hydraulicbinder.

It is also observed that lime with a low specific surface area give thepossibility to the organic additives of better fulfilling their role ofan air entrainer or water retainer. A higher air level gives the freshcoating better plasticity/handling capability, increases its yield, aswell as the isolating power and the resistance to freezing/thawingcycles of the hardened coating. Better retention of water of the freshcoating increases its tolerance towards variable supports, and of highporosity.

Let us note that an increase in the water retention beyond 92% istypically very delicate to obtain while maintaining good handlingcapability. This strong water retention is further highly sought by oneskilled in the art.

Example 2 Impact of Hydrated Lime with Low Specific Surface Area in anEnhanced Masonry Mortar (II)

The binder composition for a masonry mortar mentioned in table 5 wasprepared with the following components and in the indicated proportions:

TABLE 5 Products Proportion (% by weight) Cement CEM I 42.5 N 84.4%Slaked lime 15.4% Air entrainer (Hostapur OSB)  0.1% Water retainer(Tylose MH 15003 P6)  0.1%

In this formulation, a lime with low specific surface area (BS) iscompared with a standard lime (STD) with standard specific surface areaaccording to table 6:

TABLE 6 Product BET Surface (m²/g) BJH pore volume (cm³/g) Lime STD-315.2 0.08 Lime BS2 7.2 0.04

An enhanced masonry mortar is prepared starting with the aforementionedbinder by adding siliceous sand, so as to obtain the bulk compositionmentioned in table 7:

TABLE 7 Proportion (% by Products weight) Cement CEM I 42.5 N 11% Slakedlime  2% Limestone filler 11% Air entrainer (Hostapur OSB) 0.01%   Waterretainer (Tylose MH 15003 P6) 0.01%   Siliceous sand (0.1-1.2 mm) 76%

The mixing level of the fresh mortar (Water/Solid, W/S) according totable 5 is adjusted in order to obtain a consistency (slump) of theslurry of 175±5 mm according to the EN1015-3 standard. Thecharacteristics of the mortars are mentioned in table 8.

The density of the fresh mortar and the entrained air are evaluatedaccording to the EN1015-6 and EN1015-7 standards.

Water retention is evaluated with a device according to the ASTM C91standard with a negative pressure of 7,000 Pa for 15 min, with the sameconsistency of the slurry. Only the water retention value after 15 minis shown.

TABLE 8 Retention of Mortar based W/S Slump Air water 15 min on [%] [mm]Density [%] [%] Lime STD- 14.1 173 1.8 18.0 72 3 Lime BS2 13.7 176 1.625.0 75

Again, the lime with low specific surface area (BS) allows the airentrainer and the water retention additive to better fulfill their rolewith the possibility of optionally reducing their level in thecomposition or increasing water retention for an equal amount ofadditives. According to this example, the impact on the air entrainingis particularly pronounced and interesting, the impact on the waterretention finally being limited because of the low content of waterretention additive.

Of course the present invention is by no means limited to theembodiments described above and that many modifications may be providedthereto without departing from the scope of the appended claims.

1. A composition for enhanced mortars and coatings, comprising a first conventional mineral component and a second component based on powdery slaked lime, wherein said second component based on powdery slaked lime has a specific surface area calculated according to the BET method of less than 12 m²/g.
 2. The binder composition according to claim 1 wherein said second component has a specific surface area calculated according to the BET method of less than 8.5 m²/g.
 3. The binder composition according to claim 1, wherein said first conventional mineral component is selected from the group consisting of cements, of standard slaked or air lime, of natural or artificial hydraulic lime, of masonry binders, of pozzolanic and hydraulic binders, gypsum and mixtures thereof.
 4. The binder composition according to claim 3, wherein said cement is selected from the group consisting of common cements, refractory cements, molten aluminous cements, prompt cements, Portland cements, slags from blast furnaces, fly ash and mixtures thereof.
 5. The binder composition according to claim 1, wherein said second component is present in an amount equal to or greater than 12% by weight and equal to or less than 80% by weight, based on the total weight of said binder composition.
 6. The binder composition according to claim 1, wherein said second component has particles having a d3 greater than 0.1 μm and a d98 of less than or equal to 250 μm.
 7. The binder composition according to claim 1, wherein said second component has particles having a d93 of less than or equal to 90 μm.
 8. The binder composition according to claim 1, wherein said second component based on powdery slaked lime has a total pore volume calculated according to the BJH method of nitrogen desorption greater than or equal to 0.02 cm³/g.
 9. The binder composition according to claim 1, wherein said second component based on powdery slaked lime has a total pore volume calculated according to the BJH method of nitrogen desorption of less than or equal to 0.07 cm³/g.
 10. The binder composition according to claim 1, further comprising an air entrainer comprising a surfactant or tenside, in particular selected from the group consisting of alkyl sulfates or sulfonates, ethoxylated fatty alcohols, block copolymers and mixtures thereof.
 11. The binder composition according to claim 1, further comprising one or several water retaining agents, selected from the group consisting of cellulose ethers or guar gums, derivatives thereof and mixtures thereof.
 12. The binder composition according to claim 1, further comprising a rheology modifier comprising a hydrocolloid, and more particularly being selected from the group consisting of polysaccharides, starch derivatives, alginates, guar gums and derivatives thereof, xanthan gums and derivatives thereof, carrageenan gums and derivatives thereof, succinoglycans, superplasticizers including polycarboxylates and melamine formaldehydes, and mineral colloids, in particular selected from the group consisting of silica and clays, and mixtures thereof.
 13. The composition according to claim 1, further comprising a hydrophobicizing agent selected from the group consisting of salts of fatty acids including stearates and oleates, vegetable and mineral oils, silanes, siloxanes and mixtures thereof.
 14. The composition according to claim 1, further comprising a third organic component comprising an industrial latice selected from the group consisting of copolymers based on polyvinyl acetate/ethylene, on polyvinyl acetate/versatate, styrene/butadiene.
 15. The composition according to claim 1, wherein said second component based on slaked lime has a bulk density measured according to the EN 459 2 standard of more than 350 kg/m³.
 16. A system of enhanced coatings or mortars comprising an aggregate of the mineral type and the composition according to claim
 1. 17. The system according to claim 16, characterizing that it is in a dry form, ready to be mixed with water.
 18. The system according to claim 16, further comprising water and thus being in a ready-to-use form.
 19. The system according to claim 16, further comprising an air entrainer comprising a surfactant or tenside, in particular selected from the group consisting of alkyl sulfates or sulfonates, ethoxylated fatty alcohols, block copolymers and mixtures thereof.
 20. The system according to claim 16, further comprising one or several water retaining agents, including cellulose ethers or guar gums, derivatives thereof and mixtures thereof.
 21. The system according to claim 16, further comprising a rheology modifier which comprises a hydrocolloid, and more particularly selected from the group consisting of polysaccharides, starch derivatives, alginates, guar gums and derivatives thereof, xanthan gums and derivatives thereof, carrageenan gums and derivatives thereof, succinoglycans, superplasticizers including polycarboxylates and melamine formaldehydes, and mineral colloids including silica and clays, and mixtures thereof.
 22. The system according to claim 16, further comprising a hydrophobicizing agent which comprises the salt of a fatty acid, the hydrophobicizing agent being selected from the group consisting of stearates and oleates, vegetable and mineral oils, silanes, siloxanes and mixtures thereof.
 23. The system according to claim 16, further comprising a third organic component which comprises an industrial latice the industrial lattice being selected from the group consisting of latices based on polyvinyl/ethylene, polyvinyl acetate/versatate, styrene/butadiene copolymers. 24-26. (canceled) 